<
From version < 162.1 >
edited by Fredrik Lagerström
on 2020/03/27 11:43
To version < 163.1 >
edited by Fredrik Lagerström
on 2020/03/27 11:44
>
Change comment: There is no comment for this version

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280 280  [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image014.png]]
281 281  Figure: The resultants (force and moment) for edge connection and line-line connection forces
282 282  
283 -==== Local stability results ====
283 +== Local stability results ==
284 284  
285 285  After calculating the load combinations the Local stability results (Overturning of walls and Sliding) are available in Display results dialog.
286 286  
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356 356  
357 357  //Utilization= FFlim*100 %=51.632.9*100=157.1%//[[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image032.png]]
358 358  
359 -==== Bar Internal Forces ====
359 +== Bar Internal Forces ==
360 360  
361 361  The program calculates internal forces and/or moments in the bar elements depending on the applied FEM-Design module.
362 362  
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378 378  
379 379  
380 380  
381 -==== Shell Internal Forces ====
381 +== Shell Internal Forces ==
382 382  
383 383  Depending on the current FEM-Design module, the program calculates internal forces and/or moments in the planar structural elements
384 384  
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430 430  
431 431  The [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image008.png||alt="icon_PREDESIGNMODULE"]] //PreDesign// module calculates the previous internal forces and moments but only walls.
432 432  
433 -==== Bar Stresses ====
433 +== Bar Stresses ==
434 434  
435 435  FEM-Design calculates the normal stress in bar elements (beams, columns and/or truss members) with the following meaning:
436 436  
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442 442  
443 443  In [[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image008.png||alt="icon_PREDESIGNMODULE"]] //PreDesign//, although the 3D model contains all types of elements, stresses are calculated in columns.
444 444  
445 -==== Shell Stresses ====
445 +== Shell Stresses ==
446 446  
447 447  The program calculates stresses in the top, bottom and middle (so called “membrane”) planes of the planar elements. The meaning of top and bottom side depends on the position ([[image:file:///C:/Users/Fredrik/AppData/Local/Temp/msohtmlclip1/01/clip_image003.png||alt="icon_PLATEMODULE"]] //Plate// module) or the (% class="wikiinternallink" %)**local coordinate system**(%%) (3D modules) of a region element.
448 448  
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